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| 1 | E/W in excavation of foundation trenches as per designedsection in all kinds of soil, including moorum soil, soil mixedwith kankar, pebbles and boulders upto 300mm size anddisposal of the same (beyond 50m away from the toe ofdam in the country side) within initial lead of 150 M andinitial lift of 1.5M. all lifts as per specification anddirection of E/I.(5.1.8) |
| 2 | Extra for earth work in hard soil (Vide classification of soil item-B)all complete as per specificationand direction of E/I.(7.1.10) |
| 3 | E/W in excavation of cut-off trenches as per design section in soft rock or ordinary rock (where blasting is not needed) (Vide classification of soil item-C with disposal of spoil (beyond 50M. away from the toe of dam in country side) with initial lead of 150M. and lift of 15M. including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specification and direction of E/I.(5.1.10.2 |
| 4 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I.(7.1.37) |
| 5 | roviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (BCD) (5.3.1.2) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (5.3.1.1) BCD |
| 7 | Providingshuttering including strutting proping etc. and itsremoval after use in foundation as per specification and directionof E/I. (7.3.18) |
| 8 | Supplying, fitting and fixing copper strip of 16 gauge of approved quality ( with 99% purity) in expansion joints complete job as per specification and direction of E/I. (7.8.1) |
| 9 | Supplying, fitting and fixing rubber seal (water stop) of approvedquality for construction joints complete job as per specificationand direction of E/I.(6.7.2) |
| 10 | Providing and laying dry pitching with precast concrete block600mm x 600mm x 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wallwith approved quality of graded coarseaggregate of required grade(as per design) and approved qualityof sand of required F.M.(2.5 to 3.0) washed and screened includingnecessary form work, tools and plants, vibrating, curing, as well asroyalty and all taxes all complete job as per specification anddirection of E/I. (7.3.17) |
| 11 | Providing and placing stone metal graded filter of size 20mm to 45mmin slopes and bed of canals below lining including royalty and othertaxes etc. all complete as per specification and direction of E/I. (7.2.7) |
| 12 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (6.7.6) Common SOR |
| 13 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (BCD Part B) 5.5.5(A) |
| 14 | (b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}) (5.5.5 B) |
| 15 | (c) 16mm (TMT coil Fe 500) (only valid forTata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)})( 5.5.5 C) |
| 16 | Earthwork in back filling structures in layers not exceeding 150mm hick with pervious or semipervious or suitable soil from borrow pits ree from logs, roots, or any other ingredients by manual excavation and carriage by truck with all lifts including watering, ramming, fully compacted and finely dressed, complete job as per specification and direction of E/I. Beyond 150M but upto 1/2 Km. (7.1.35.1) |
| 17 | E/W in excavation of foundation in tranchesin ordineary soil (Vide classification of soil item- A) and disposal of excavated earth so obtained to a distance up to 50 Mand average lift of 1.5 M including levelling raimaing the foundation tranches removing the roots or shrubs etc.all complete as per specification and direction of E/I (7.1.27) |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level :--1:3:6 (1 Cement 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nomainal size). (BCD Part B 5.3.1.5) |
| 19 | Providing shuttering including strutting, proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. (WRD Part B 7.3.19) |
| 20 | supplying and laying good quality of stone metal of size (20mm to 63 mm) in rock toe, heel trenches, toe drain as per design and drawing including the cost of materials,royalty and all taxes etc, but excluding the cost of carriage all complete as per specification and direction of E/I. (Common Part A Sl. 6.3) |
| 21 | Supplying Boulder with minimum size of 300 mm for Pitching as per specification and direction of E/I (450.00+67.28=517.280) WRD Part B M-018 P-81 |
| 22 | Labour Charges for pitching on apron slope of bank with stone boulder duly packed (uncreated) complete job (material within 150 m lead and all lifts as per specification and direction of E/I. (Part B 7.7.18) |
| 23 | Earth work infilling foundation trenches and back filling ofstructures in layers not exceeding 150 mm thick well watered rammed and fully compacted and finly dressed with suitable earth obtained from excavation of foundation trenches and placed in suitable profile within a lead of 30 m lead and lift of 1.5 m complete job as per specification and direction of E/I. (WRD Part B 7.1.31) |
| 24 | Earth work in filling in canal banks as well as special repair of embankment in canal banks in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtined from borrow area or any other sourdces free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size placing the earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I. (WRD Part B 7.1.25) |
| 25 | Watering and consolidation of earthlaid in 150mm to 225mm layer by manual labour with C.I. hammer to achive minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete job as per specification and direction of E/I. (WRD part B 7.1.38) |
| 26 | Excavation of soft rock in canal for all depths -do- -do- per specification and direction of E/I (With Prior Approval of Chief Engineer). (7.1.13.3) |
| 27 | Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3.0)-do- -do- direction of E/I. (7.2.8) |
| 28 | Providing 100mm thick P.C.C. lining in M- 10 with nominal mix of (1:3:6)-do- -do- direction of E/I. (7.2.19) |
| 29 | Providing 100mm thick P.C.C. lining in M- 150 with nominal mix of (1:2:4)-do- -do- as per specification and direction of E/I (7.2.19.1) |
| 30 | Providing 10mm thick vertical joints at suitable interval, joints filled with do- -do- specification and direction of E/I. (7.2.10) For canal side slope. (7.2.10.1) |
| 31 | For canal bed. (7.2.10.2) |
| 32 | providing and laying hessian cloth in slope as per specification and direction of E/I.(M-268, P-61) |
| 33 | supplyinglaying and fixing seperation membrane of impermeable plastic Sheeting 125 micron thick. (JH-SOR-WRD-M-072, P-35) |
| 34 | Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150M of work site and all lifts as per specification and direction of E/I. (W.R.D, SR item no. - 6.6.6)Page no - 91 |
| 35 | Supplying of Stone boulder for pitching (W.R.D, Sl. No. M-005 (Page-33) WRD |
| 36 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank (For Diversion)-do- -do-as per specification & direction of E/I. Lead Beyond 150 M but upto 500 M. (7.1.26.2 WRD) |
| 37 | Earth work in excavation (for divserion) of canals and dhars carrying -do- -do-an initial lead of 30 m and lift of 1.5m. all complete as per approved design. specification and direction of E\I. (7.1.6) |
| 38 | Carriage of material (Cement) |
| 39 | Sand |
| 40 | chips |
| 41 | metal |
| 42 | boulder |
| 43 | steel |
| 44 | Add GST @ 18% |
| 45 | Add L. Cess @1% |
